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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR WI 10' HOOK — <br />30"TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-U' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F = FILLED WI GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />4, THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL <br />8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN iB' OEEP. <br />OF #5'S, IN 2ND BOND <br />JIOTIi # <br />SEAM COU RSE <br />NOMINAL <br />HEIGHT # OF #5'S, TOP <br />��_l 6-1T/17#0F <br />B <br />BOND BEAM COURSE <br />#5'S BOTTOM <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX - 1T/1M/08 INDICATES DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1 T/0M/0B INDICATESA SINGLE BOND BEAM <br />WINDOW <br />PRE -CAST :-31A1" <br />a <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SCALE 1� <br />BOND BE <br />BOND BEAM <br />1#5 <br />TYP. 8'k18" <br />(p <br />BOND BEAM <br />.• ": <br />*-L4 <br />8x18 DBL. BOND TOP OF <br />BEAM W/(1)#5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM P <br />W/ (1) #5 BAR .4: BOND BEAM <br />GROUT SOLID FROM T <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) 05 BAR (L2) MASONRY <br />LENGTH OF BAR =WIDTH OF <br />OPENING-2' OR BEAM DESIGNATION <br />2 <br />8x8 PRE -CAST CONCRETE SCALE: 3l4'"=1'-0' <br />LINTEL, W/O STEEL(LI) REFER <br />TO PLAN FOR LOCATIONS mo . <br />PRECAST HEAOER(MIN) — <br />2x4 (MIN 2 X 3) 1-3t18 — <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4"18" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />24 (MIN 2 X 3) 2-3/18 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.146 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 18' <br />O.C. MAX. MtN 1-114" <br />EMBEDMENT <br />(MIN 3) <br />TAPCON OR DRIVE PIN (MIN <br />TA DRIVE <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />2-SOLID SLOCKING — <br />1/4") 8" FROM EACH END AND <br />SECURE TO SHEATHING WI <br />18" O.C. MAX. MIN 1-1/4" <br />MIN. 2-12# PER BLK EA END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAIL <br />t — <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407.774.4078 <br />W W W.Sbdostgngroup.com <br />AA 0: 0003325 <br />q <br />� <br />Q <br />i <br />Q <br />MCI- <br />P,sxngDXV. ae m2o"% <br />SILVERADO <br />LOT #9 <br />BIX #18 <br />PMJWT <br />04 -0918 <br />SDDEMA <br />4EBB <br />"1828-CALI" <br />GARAas awaroa <br />RIGHT <br />PAGM <br />DETAILS <br />150 MPH EXP. B <br />